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[21]Nie F, Su X, Wang M, Ma X, Ou K, Liu J, Lin H. Debonding of asphalt-aggregate interface under coupled moisture and temperature conditions: An atomistic study. Case Studies in Construction Materials. 2025;22: e04554. doi: https://doi.org/10.1016/j.cscm.2025.e04554.
[22]Umar IH, Salga MS, Lin H, Hassan JI, Ahmad A, Ibrahim AS, Jechira BK. Performance characterisation of machine learning models for geotechnical axial pile load capacity estimation: an enhanced GPR-based approach. Geomechanics and Geoengineering.1-42.doi:10.1080/17486025.2025.2468645.
[23]Wang Z, Yang C, Lin H. Fracture instability and acoustic emission critical slowing down characteristics of rock with hole-shaped flaw under the coupling of high-temperature and cyclic load. Computational Particle Mechanics. 2025.doi:10.1007/s40571-025-00912-5.
[24]Wang Z-y, Lin H. Passive earth pressure of narrow backfill considering seismic-unsaturated seepage multi-field coupling effect. Journal of Central South University. 2025.doi:10.1007/s11771-025-5867-9.
[25]Umar IH, Abubakar S, Lin H, Hassan JI. Metakaolin as a soil stabilizing admixture: A comprehensive analysis of California bearing ratio and consolidation behavior using experimental and machine learning approaches. Earth Science Informatics. 2025;18:200.doi:10.1007/s12145-025-01703-5.
[26]Wang Z, Lin H, Feng X, Yang C, Ou K, Chen Y. Fracture characteristics and damage mechanisms of heat-treated sandstone with combined hole-joint flaws under uniaxial compression. Theoretical and Applied Fracture Mechanics. 2025;136:104845.doi:https://doi.org/10.1016/j.tafmec.2025.104845.
[27]Xie S, Lin H, Duan H, Yao R, Ma T. A novel triaxial strength criterion for rocks based on the ultimate strength and its application. Geoenergy Science and Engineering. 2025;246:213590.doi:https://doi.org/10.1016/j.geoen.2024.213590.
[28]Wang Z, Lin H, Cheng Y. Upper limit analysis for seismic sliding stability of double-sided limited narrow slope retaining wall. Earth Science Informatics. 2024;18:131.doi:10.1007/s12145-024-01570-6.
[29]Xie S, Lin H, Ma T, Peng K, Sun Z. Prediction of joint roughness coefficient via hybrid machine learning model combined with principal components analysis. Journal of Rock Mechanics and Geotechnical Engineering. 2024. doi: https://doi.org/10.1016/j.jrmge.2024.05.059.
[30]Tang Y, Lin H. Noncircular Slip Surface Search on Slopes Based on Minimum Potential Energy Method and Improved SA Algorithm. International Journal for Numerical and Analytical Methods in Geomechanics. 2024. doi:https://doi.org/10.1002/nag.3865.
[31]Wang Z, Lin H, Yang C. Fatigue-thermal damage characteristics of red sandstone with a hole under high-temperature cyclic loading coupling and microstructural degradation. Journal of Materials Research and Technology. 2024;33:3250-63.doi:https://doi.org/10.1016/j.jmrt.2024.10.044.
[32]Xie S, Lin H, Chen Y, Yao R, Sun Z, Zhou X. Hybrid machine learning models to predict the shear strength of discontinuities with different joint wall compressive strength. Nondestructive Testing and Evaluation.1-21.doi:10.1080/10589759.2024.2381083.
[33]Nie F, Bie Z, Lin H. Investigating the advanced thermomechanical properties of coiled carbon nanotube modified asphalt. Construction and Building Materials. 2024;441:137512.doi:https://doi.org/10.1016/j.conbuildmat.2024.137512.
[34]Pan J, Tang Y, Yuan W, Luo J, Chen Y, Lin H*. A method for automatically identifying the shape of locking sections in slopes. Environmental Earth Sciences. 2024;83:243.doi:10.1007/s12665-024-11563-9.
[35]Tang Y, Lin H, Li S, Chen Y, Ou K, Xie L. Numerical study of rock bridge shape identification and rock bridge damage mechanism. Computational Particle Mechanics. 2024.doi:10.1007/s40571-024-00732-z.
[36]Lin H, Li S, Zhang X. Macro-micro failure and crack coalescence behavior of soft-hard composite rock with three parallel joints under uniaxial compression. Journal of Materials Research and Technology. 2024.doi:https://doi.org/10.1016/j.jmrt.2024.02.029.
[37]Li S, Lin H*, Lin Q-b, Wang Y-x, Zhao Y-l, Hu H-h. Mechanical behavior and failure characteristics of double-layer composite rock-like specimens with two coplanar joints under uniaxial loading. Transactions of Nonferrous Metals Society of China. 2023;33:2815-31.doi:https://doi.org/10.1016/S1003-6326(23)66300-9.
[38]Yang H-t, Bai B, Lin H. Seismic magnitude calculation based on rate- and state-dependent friction law. Journal of Central South University. 2023;30:2671-85. doi:10.1007/s11771-023-5399-0.
[39]Zhang X, Lin H, Yin X, Liu H, Liu B. Mechanical characterization of intermittent weak interlayer based on DIC and acoustic emission technique. Theoretical and Applied Fracture Mechanics. 2023;127:104097.doi:https://doi.org/10.1016/j.tafmec.2023.104097
[40]Chen Y, Tang Y, Cao R, Sun S, Zha W, Lin H. Failure mode of parallel-fractured rock-like sample with different inclinations. Theoretical and Applied Fracture Mechanics. 2023;127:104053.doi:https://doi.org/10.1016/j.tafmec.2023.104053.

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